FEM Dynamical Analysis of the Reinforced Concrete Beam with Bonding Steel Plate

In order to researchmechanical capability of the reinforced concrete beam with bonding steel plate, adopting separatemethod to establish finite element model of the reinforced concrete beam with bonding steel plate, using FEM to study dynamical characteristics of the model, have got good results which can not be easily got using traditional resolution method, which can give referenceto study dynamical characteristics of the reinforced concrete beam with bonding steel plate.     

The Need and Efforts to Industrialized Housing from Developers

There exists the problems of low technology, low quality of components and lacked process in the traditional houses. This article states the experience and lesson in the development of Chongqing Longhu Garden, and the efforts of developers in the industrialized housing.     

EFFECT OF SEMI-RIGID CONNECTIONS ON BEHAVIOR OF STEEL FRAME

Modeling of girder in steel frame with semi-rigid conn-ections as partially restrained beam element is proposed for elastic-plasticanalysis of steel frames with semi-rigid connections.The results whichare obtained from analyses of elasticity,plasticity and stability for steelframes with semi-rigid connections have significant effects on structuralbehavior.It is necessary to consider the influences of semi-rigid conn-ections on the analysis and design for steel frames.     

高大钢板平房仓地上笼机械通风技术的应用试验

结合本地气候与储粮特点进行高大钢板平房仓地上笼机械通风技术应用试验。结果表明 ,在冬季干冷天气相对较短的时间内 ,采用间歇式机械通风 ,能够取得较好的通风降温效果 ,其单位能耗可控制在 0 .0 4kW·h/℃ t以内。粮温梯度由 1℃ /m降为 0 .4℃ /m粮层厚度 ,粮食水分梯度由 0 .15 % /m降至 0 .0 5 % /m ,粮堆温度和水分分布更加均匀 ,对安全储粮更为有利     

钢渣硅肥硅素释放规律及其影响因素研究

【目的】钢渣是缓释硅钙肥原料,钢渣中硅素释放受钢渣自身性能和外界环境条件等因素影响,本文设置了钢渣冷却方式、钢渣粒径、培养介质和培养温度四种因子,研究钢渣中硅素释放规律及其影响因素,为钢渣硅钙肥合理施用提供理论依据。【方法】选用粉末状水淬渣(S1)、粒状水淬渣(S2)和空气冷却粒状钢渣(S3)为研究对象,分别设置在土壤水溶液以及纯蒸馏水中培养97天,并设置35℃和25℃两个培养温度。定期离心取上清液,取样后补充水分继续培养,直至培养结束。【结果】钢渣在土壤溶液中培养,第一天的硅素释放主要由钢渣冷却方式决定,而在以后的培养过程中主要受温度的影响,其次为钢渣粒径;硅素累积释放量与时间的关系可以用幂函数方程y=kxm来拟合;35℃培养97天后,S1、S2与S3钢渣硅的溶出率(累积硅释放量与有效硅的比例)分别为37.3%、30.3%与27.3%;在25℃培养下,S1、S2与S3钢渣硅的溶出率分别为14.3%、7.9%与10.2%。钢渣在纯蒸馏水的培养中,第一天钢渣硅释放主要受温度的影响,而在以后的培养过程中主要受钢渣粒径的影响,温度和钢渣冷却方式对其影响甚微;硅素累积释放量与时间的关系可以用线性方程y=ax+b来拟合;在35℃,S1、S2与S3钢渣硅的溶出率分别为0.22%、0.16%与0.16%。在25℃培养下,S1、S2与S3钢渣硅的溶出率分别为0.17%、0.13%与0.14%。钢渣在土壤溶液培养,25℃培养67天,加入钢渣提高了土壤浸提液的p H值,但之后与CK基本相同;在35℃培养下,加入钢渣的土壤浸提液p H值总体都要显著高于CK处理。纯水培养介质中,两种温度培养下,在同一阶段S1浸提液的p H和EC值都要显著高于S2和S3,温度对p H和EC的影响不显著。【结论】钢渣硅素释放规律主要受培养介质和温度的影响,粒径有一定的影响。在土壤溶液中钢渣硅素释放显著高于在蒸馏水中,35℃比25℃更有利于硅素的释放,粉末状比粒状更有利于硅素的释放。由此认为,钢渣作为硅钙肥在大田施用时,将钢渣磨细做成粉末状产品,施用时随翻耕埋入土壤,初春采用保温措施等都有利于提高钢渣中硅的利用效率。     

基于黄河泥沙充填复垦采煤沉陷地覆土材料的优选

黄河泥沙充填复垦采煤沉陷地需要覆盖足够厚度的土壤以保证农作物生长,针对济宁市部分采煤沉陷地可取土量不足问题,该文提出利用当地表土、心土和黄河泥沙组配作为覆土材料研究,以达到增加覆盖土壤厚度和改良当地土壤质地的目的。研究表明,覆土材料有利于玉米生长发育,表土、心土和黄河泥沙组配(质量比)为1:1:1.33~1:1:2的覆土材料玉米苗期生物量显著高于对照土壤;组配为1:1:0.86~1:1:2的覆土材料质地为壤土,是较为理想的土壤类型;组配为1:1:0.86~1:1:2的覆土材料容重为1.38~1.41g/cm3,密度为2.64~2.68g/cm3,较为适宜农作物生长。覆土材料可以显著降低当地土壤p H值和电导率,对农作物不产生盐害作用;其入渗性能提升,增加了土壤储水能力,组配为1:1:0.86~1:1:2的覆土材料入渗能力接近多年耕种农田;其水分特征曲线左移,毛管孔隙度、有效水孔隙度和水分常数基本呈现下降趋势,持水和供水能力下降。根据尽量增加黄河泥沙充填层上覆土材料厚度原则,优选出表土、心土和黄河泥沙组配为1:1:2的覆土材料作为黄河泥沙充填复垦采煤沉陷地的覆土材料,可在大田试验中进行进一步的验证。     

Effect of iron deficiency on the growth,development and grain yield of some selected upland rice genotypes in the rainforest

Abstract

Iron deficiency is a major production constraint of upland rice in the tropics despite is abundance in the soil. This investigation aimed to explicate the effect of iron deficiency on the growth, development, grain yield and its attributes of some selected upland rice in the rainforest. Field experiments were established at Africa Rice sub-Station, Ibadan, Nigeria. The treatments consisted of 35 upland rice genotypes and availability of iron in the soil (Fe-sufficient and Fe-deficient). The treatments were arranged in alpha lattice design with three replications. It was observed that upland rice sown in iron (Fe) deficient soils had significantly lower growth (plant height, number of tillers and seedling vigor), flowered later, with significantly lower yield attributes (1000 grain weight, filled grain) and grain yield than those sown in Fe-sufficient soils. Conversely, the number of unfilled grains were significantly higher in upland rice sown in Fe-deficient than those in sufficient soils. Percentage yield loss was in the range 98.00% to 22.95% for China best and Faro 65 respectively. Genotypes were identified to be tolerant (Faro 65, NERICA 3 and IRAT 109) and susceptible (Ofada 2, NERICA 5 and China Best) to Fe-deficiency based on their percentage grain yield loss. These evidences suggested that despite the increased phenology of upland rice sown in Fe-deficient soils their reproductive growth was suppressed through increased number of unfilled grains as witnessed in China Best and Faro 64.     

Lateral Load Capacity Analysis of Variable Section Hybrid Piles with Wteel Casing

With the construction of deep-water bridge foundation, steel casing is left after the construction of cast-in place piles due to the dismantle difficulty. Then the pile actually forms a variable section pile which has bigger section area at upper part. Using the nonlinear NL method, the displacement and the internal force are analyzed for piles with and without casing in Sutong Bridge. It is found that the displacement of pile with casing can be reduced by 50%, and it can not be ignored for accurate calculation of displacement. 8 model pile tests are carried out, which suggests that the slurry thickness can significantly affect the capability of co-working between the pile and the casing.     

A New Method for Measuring Bonding Shear Properties of Adhesives on Steel Substrates

Single-lap-joint adhesively bonded metal specimen which is the national standard experimental method in use has an extremely non-uniform distribution of shear stresses along the joint, and tensile stress concentration of high values is produced on the steel substrate interfaces. Therefore the test result, which is not the real bonding shear strength between adhesive and steel substrates, can only be used as a test index for qualities of adhesives not the strength criterion for load is capacity evaluation. The combined bonding disc specimen is adopted for measuring bonding shear properties of adhesive on steel substrates, has a very uniform distribution of shear stresses in adhesive and along the bonding surfaces of steel substrates, of which the uniform coefficient is greater than 0.97. Furthermore, when adhesive joint is treated as an arc and steel substrates are chamfered at both ends of the joint, tensile stresses on the bonding surfaces can be reduced to less than 20 MPa which can hardly cause tensile failure. Thus, the results of combined bonding disc specimens can actually represent the real bonding shear strength or bonding shear-compression strength between adhesive and steel substrates, which can be used as strength criterion for load capacity evaluation of bonding members.